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Unbraced column effective length
Hi all, I recently came across a question about column effective length in unbraced multi-frame system. Building has a vertical wind bracing in all four planes and triangle bracing system in roof only on two opposite sides. Section view which describes situation is something like in attached...- struc_eng
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- Replies: 15
- Forum: Structural engineering general discussion
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Wood shear panel modeling in FEA program
Hi all! Need some help in wood panel wall model design process. Does anyone tried to make something similar ? For the beginning i'm started with beam frame design and plywood cladding in 2D modeling environment to understand is it possible to design something like that at all... and right way...- struc_eng
- Thread
- Replies: 8
- Forum: Wood design and engineering
